HomeMy WebLinkAbout000991 Amendment 3 000991
AMENDMENT NO. 3 TO THE
AGREEMENT FOR PROFESSIONAL SERVICES
BETWEEN
THE CITY OF PORT ANGELES
AND
HERRERA ENVIRONMENTAL CONSULTANTS
Elwha River Hydraulic Analysis and Remediation
THIS AMENDMENT NO 3 is made and entered into by and between the City of Port Angeles, a
non-charter code city of the State of Washington, (hereinafter called the "CITY") and Herrera
Environmental Consultants, a Washington Corporation authorized to do business in the State of
Washington (hereinafter called the "CONSULTANT").
NOW,THEREFORE, in consideration of the representations and the terms,conditions,covenants
and agreements set forth in this AMENDMENT,the AGREEMENT is hereby amended as follows:
SECTION 1
The CITY entered into the existing AGREEMENT with the CONSULTANT on August 18, 2015,
(the AGREEMENT), and amended the AGREEMENT on January 7, 2016 and on April 4, 2016.
SECTION 2
I. AMENDED SCOPE OF SERVICES
No change.
II. TIME OF PERFORMANCE
The CITY requires additional time for professional services to be provided by the
CONSULTANT on tasks related to Elwha River Water Treatment Facilities as defined in the
existing Scope of Services, and CONSULTANT has agreed to continued effort. The time of
performance in Section IV of the AGREEMENT is amended to read: The duration of the
Agreement shall extend through December 31, 2017.
III. PAYMENT
No Change
IV. MAXIMUM COMPENSATION
No change.
IV. EXHIBITS
No change.
Amendment 3: Elwha River Hydraulic Analysis Page
SECTION 3 RATIFICATION
Except as modified herein,the original AGREEMENT,AMENDMENT 1,and AMENDMENT 2
are confirmed and ratified.
In WITNESS WHEREOF, the parties hereto have executed this Amendment No. 3 to the
Agreement as of the last signature affixed below.
CITY OF PORT ANGELES HERRERA ENVIRONMENTAL
CONSULTANTS
_7 t
Craig Fulton, P.E. , / /�
Director of Public Works and Utilities Title: y 1 c-e 1�(Q 5+ , _
Date: ) Date: !2 Loz1?ar}�
ATTEST:
Jennife Veneklasen, City Clerk
APPR VED AS TO F
i
William E. Bloor,City Attorney
Amendment 3: Elwha River Hydraulic Analysis Page 2